JP2005314940A - Chemical grouting device - Google Patents

Chemical grouting device Download PDF

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Publication number
JP2005314940A
JP2005314940A JP2004133297A JP2004133297A JP2005314940A JP 2005314940 A JP2005314940 A JP 2005314940A JP 2004133297 A JP2004133297 A JP 2004133297A JP 2004133297 A JP2004133297 A JP 2004133297A JP 2005314940 A JP2005314940 A JP 2005314940A
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Japan
Prior art keywords
injection
grouting
packer
ground
packers
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JP2004133297A
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Japanese (ja)
Inventor
Shunsuke Shimada
俊介 島田
Tsutomu Oya
勉 大矢
Koichi Inagawa
浩一 稲川
Kiyotaka Yamagishi
清隆 山岸
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Kyokado Engineering Co Ltd
Nittoc Constructions Co Ltd
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Kyokado Engineering Co Ltd
Nittoc Constructions Co Ltd
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Priority to JP2004133297A priority Critical patent/JP2005314940A/en
Publication of JP2005314940A publication Critical patent/JP2005314940A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a chemical grouting device capable of swelling a bag body securely, forming a clearance for grouting chemicals for improving the ground between bag bodies securely, and reinforcing the ground securely. <P>SOLUTION: This chemical grouting device is constituted in such a way that it is composed of a grouting external pipe 1 provided with packers 4 which are a plurality of bag bodies having water permeability and swelling to become larger than digged hole diameter at an interval in the axial direction and a grouting internal pipe insertable into the grouting external pipe 1, solidifying material is filled into the bag bodies from the grouting internal pipe to swell the bag bodies, consolidate peripheral ground, and form the packers 4, and solidifying material is grouted between the packers 4 to solidify a predetermined region by grouting. A grouting port 5 provided in the grouting external pipe 1 in the packer 4 is covered with a sleeve 6 with a collar 6a which becomes an openable and closable check valve opened by grouting pressure. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、地盤強化のための薬液注入装置に関するものである。   The present invention relates to a chemical solution injection device for ground reinforcement.

大深度地下の周辺地盤や地下水の存在などにより流動性を帯びた不安定な地盤を安定させるための地盤強化方法として、目標とする所定領域の地盤中に固結材を注入する方法がある(例えば特許文献1参照)。   As a ground strengthening method to stabilize the unstable ground that has fluidity due to the surrounding ground in the deep underground and the presence of groundwater, there is a method of injecting a solidified material into the ground of a predetermined target area ( For example, see Patent Document 1).

これは、所定領域の地盤中に固結材を地盤全体に亘って注入する工程と、この所定領域中に、あるいは所定領域を貫通して中空管とその先端に装着される膨張自在な袋体とからなるアンカー体を複数本埋設し、その中空管を通じて袋体の内部に固結材を充填し、袋体を膨張させてその周辺地盤を圧密強化する工程とを併用して所定領域の地盤を強化するものである。   This includes a step of injecting a caking material into the ground in a predetermined area over the entire ground, and an inflatable bag to be attached to the hollow tube and its tip in or through the predetermined area. A plurality of anchor bodies composed of a body, filling the bag body with a solidified material through the hollow tube, inflating the bag body and consolidating and strengthening the surrounding ground to a predetermined region It will strengthen the ground.

前記袋体は、場合に応じて中空管の中間部にも装着されるものであり、袋体が挿入される削孔内の、中空管の回りの空隙には必要により袋体の膨張前または膨張後に固結材が充填される。この固結材の充填は、中空管の内部に挿入してある内管から中空管の周面に穿設した複数個の吐出孔を介して目標地盤に対して行われる。
特許第2509005号公報
The bag body is also attached to the middle part of the hollow tube as occasion demands, and if necessary, the expansion of the bag body is formed in the gap around the hollow tube in the hole into which the bag body is inserted. The consolidated material is filled before or after expansion. The filling of the consolidated material is performed on the target ground through a plurality of discharge holes formed in the peripheral surface of the hollow tube from the inner tube inserted into the hollow tube.
Japanese Patent No. 2509005

特許文献1に記載の方法は、中空管に形成した吐出口から固結材を袋体へ注入して袋体を膨出させるものであるが、固結材で袋体内が満杯になっているにもかかわらず注入を続行させると、袋体内から中空管へ固結材が逆流するおそれがあり、袋体を確実に膨出させることができないだけでなく、袋体間に空隙を形成することができず、袋体間の地盤に固結材を注入することによる地盤改良も行えなくなるおそれがある。   The method described in Patent Document 1 is for injecting a caking material into a bag body from a discharge port formed in a hollow tube to swell the bag body, but the bag body is filled with the caking material. However, if the injection is continued, the caking material may flow back from the bag body to the hollow tube, which not only prevents the bag body from expanding reliably but also forms a gap between the bag bodies. There is a possibility that the ground cannot be improved by injecting a caking material into the ground between the bags.

本発明の目的は前記従来例の不都合を解消し、袋体を確実に膨出させることができ、袋体間に地盤改良のための薬液を注入するための空隙を確実に形成することができて、地盤強化を確実に行えるようにできる薬液注入装置を提供することにある。   The object of the present invention is to eliminate the inconveniences of the conventional examples, to surely inflate the bag body, and to reliably form a gap for injecting a chemical solution for improving the ground between the bag bodies. Therefore, an object of the present invention is to provide a chemical liquid injector capable of surely strengthening the ground.

前記従来例の不都合を解消するため、請求項1記載の本発明は、軸方向に間隔をおいて削孔径よりも大きく膨出する複数の透水性の袋体を備えた注入外管と、この注入外管に挿入可能な注入内管とで構成され、この注入内管から固化材を袋体内に充填して袋体を膨張させ周辺地盤を圧密するとともにパッカーを形成し、このパッカー間に固化材を注入して所定領域を注入固化する薬液注入装置において、前記パッカー内で注入外管に設けた注入口を、注入圧により開口する開閉自在な逆止弁となる鍔付きスリーブで覆うことを要旨とするものである。   In order to eliminate the inconvenience of the conventional example, the present invention according to claim 1 includes an injection outer tube including a plurality of water-permeable bags that swell larger than the diameter of the hole at intervals in the axial direction. It consists of an injection inner tube that can be inserted into the outer injection tube, filled with a solidified material from this injection inner tube into the bag body, inflates the bag body, consolidates the surrounding ground, forms a packer, and solidifies between this packer In a chemical injection device for injecting and solidifying a predetermined region by injecting a material, covering an injection port provided in an outer injection tube in the packer with a hooked sleeve serving as an openable / closable check valve opened by injection pressure It is a summary.

請求項1記載の本発明によれば、注入外管に設けた注入口に逆止弁を設けたから、袋体内がパッカーグラウト材で満杯になると逆止弁が閉じ、袋体内から注入外管の方向にパッカーグラウト材が逆流することを防止でき、よって、パッカーを確実に膨出できる。これにより、パッカー間に薬液注入のための空隙を確実に形成することができ、薬液注入による地盤改良を確実に行える。   According to the first aspect of the present invention, since the check valve is provided at the inlet provided in the outer injection tube, the check valve is closed when the bag is filled with the packer grout material. It is possible to prevent the packer grout material from flowing back in the direction, so that the packer can be reliably bulged. Thereby, the space | gap for chemical | medical solution injection | pouring between packers can be formed reliably, and the ground improvement by chemical | medical solution injection | pouring can be performed reliably.

なお、逆止弁は鍔付きスリーブで形成することで、パッカーグラウト材の吐出圧で一対の鍔の間が開き、袋体内が満杯になり吐出圧がなくなれば閉じるように構成されるから、簡単な構造で確実に開閉する。   The check valve is formed of a sleeve with a hook, so that the gap between the pair of hooks is opened by the discharge pressure of the packer grout material, and it is closed when the bag is full and the discharge pressure disappears. Open and close reliably with a simple structure.

本発明の薬液注入装置は、注入外管に設けた注入口に鍔付きスリーブによる逆止弁を設けたから、袋体内がパッカーグラウト材で満杯になると一対の鍔の開閉で形成される逆止弁が閉じ、袋体内から注入外管の方向にパッカーグラウト材が逆流することを防止でき、よって、袋体を確実に膨出できる。これにより、パッカー間に薬液注入のための空隙を確実に形成することができ、薬液注入による地盤改良を確実に行えるものである。   Since the chemical injection device of the present invention is provided with a check valve with a hooked sleeve at the injection port provided in the injection outer tube, the check valve is formed by opening and closing a pair of bags when the bag is filled with packer grout material Is closed, and the packer grout material can be prevented from flowing back from the bag body toward the injection outer tube, and the bag body can be reliably expanded. Thereby, the space | gap for chemical | medical solution injection | pouring between packers can be formed reliably, and the ground improvement by chemical | medical solution injection | pouring can be performed reliably.

以下、図面について本発明の実施の形態を詳細に説明する。図1は本発明の薬液注入装置の実施形態を示す分解正面図で、本発明の薬液注入装置は、注入外管1と、この注入外管1内にスライド自在に挿入される注入内管2とで構成され、注入外管1は、中空管3の軸方向に間隔をおいて複数のパッカー4が外面部に装着され、隣接パッカー4間およびパッカー4内にそれぞれ注入口(図1においては図示せず)が形成される。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is an exploded front view showing an embodiment of a chemical liquid injection device of the present invention. The chemical liquid injection device of the present invention includes an injection outer tube 1 and an injection inner tube 2 slidably inserted into the injection outer tube 1. In the injection outer tube 1, a plurality of packers 4 are mounted on the outer surface portion at intervals in the axial direction of the hollow tube 3, and the injection ports (in FIG. 1) are arranged between adjacent packers 4 and in the packers 4, respectively. Are not shown).

パッカー4内に形成される注入口5は、例えば図3に示すような横スリット形状または、90度などの放射方向に穿設される孔状のものであり、この注入口5を覆うようにして鍔6a付きのスリーブ6が注入外管1に装着される。   The injection port 5 formed in the packer 4 has, for example, a horizontal slit shape as shown in FIG. 3 or a hole shape drilled in a radial direction such as 90 degrees, and covers the injection port 5. A sleeve 6 with a flange 6 a is attached to the injection outer tube 1.

このスリーブ6は、材質としてゴムなどの可撓性のものを使用し、鍔6aが注入外管1外に吐出されるパッカーグラウト材の吐出圧で開き、吐出圧がなくなると閉じる逆止弁の機能を有するもので、リング状のスリーブ本体の一端から鍔6aを突設したものを一対、それぞれの鍔6aを向かい合わせ、鍔6aの間をパッカーグラウト材の吐出口に形成したものである。   This sleeve 6 is made of a flexible material such as rubber, and a check valve that opens when the heel 6a is discharged by the discharge pressure of the packer grout material discharged outside the injection outer tube 1 and closes when the discharge pressure is exhausted. A ring-shaped sleeve body is provided with a pair of ridges 6a projecting from one end of the ring-shaped sleeve body, the ridges 6a face each other, and a space between the ridges 6a is formed at the discharge port of the packer grout material.

パッカー4は、例えば長さ1mに形成して少なくとも中間部を締め付けた複数(図2に示す例では二連)の袋体とし、上下の区分内にそれぞれ注入口5が開口するように構成する。なお、1mの袋体を一連のものとしてそのまま使用することもある。また、材質としては、固化材の一部が通過する透水性のものとし、この透水性の袋体として織布、不職布、網体などが使用され、後述の削孔径よりも大きく膨張するような径に形成する。   The packer 4 is, for example, a plurality of (two in the example shown in FIG. 2) bag bodies that are formed to have a length of 1 m and are tightened at least in the middle, and are configured so that the inlets 5 are opened in the upper and lower sections, respectively. . In addition, a 1-m bag may be used as it is as a series. In addition, the material is water-permeable so that a part of the solidified material can pass therethrough, and woven fabric, unemployed cloth, net, etc. are used as the water-permeable bag body, and it expands larger than the diameter of the hole to be described later. It is formed in such a diameter.

パッカー4間に形成する注入口は、注入外管1を形成する中空管3の周方向に例えば2〜4箇所、放射状の配置で円形のものを設け、この注入口の外側を図2に示すように、ゴムなどを材質とする可撓性スリーブであるスリット盤7で覆う。このスリット盤7には薬液の吐出口となる縦方向のスリット7aを設けた。このスリット盤7は、例えばパッカー4間の間隔が1mの場合、300mmのものを上下に位置させて2個取付ける。縦スリット7aの長さは100〜200mm程度とする。   The injection port formed between the packers 4 is provided with a circular shape in a radial arrangement, for example, at 2 to 4 locations in the circumferential direction of the hollow tube 3 forming the outer injection tube 1, and the outside of this injection port is shown in FIG. As shown, it is covered with a slit disk 7 which is a flexible sleeve made of rubber or the like. The slit disk 7 is provided with a longitudinal slit 7a serving as a discharge port for the chemical liquid. For example, when the interval between the packers 4 is 1 m, two slit disks 7 are attached by positioning 300 mm vertically. The length of the vertical slit 7a is about 100 to 200 mm.

注入内管2は、図1に示すように、吐出口9を有しその前後をパッカー部10としてこのパッカー部10が注入外管1の中空管3内面に液密に密着し、薬液を圧送するもので、図1(b)に示すトリプルパッカータイプ、図1(c)(d)に示すダブルトリプルパッカータイプなどがある。   As shown in FIG. 1, the injection inner tube 2 has a discharge port 9, and the packer portion 10 is in close contact with the inner surface of the hollow tube 3 of the injection outer tube 1 with the front and rear sides thereof as a packer portion 10. There are three types such as a triple packer type shown in FIG. 1 (b) and a double triple packer type shown in FIGS. 1 (c) and 1 (d).

次に前記薬液注入装置を使用して地盤強化を行う方法を説明する。まず、対象地盤を所定深度までケーシング削孔して、挿入孔11を削孔し、この挿入孔11のケーシング内に注入外管1を挿入し、その後、ケーシングのみを引き抜き、注入外管1内に注入内管2を挿入する。   Next, a method for strengthening the ground using the chemical solution injector will be described. First, the target ground is drilled into the casing to a predetermined depth, the insertion hole 11 is drilled, the injection outer tube 1 is inserted into the casing of the insertion hole 11, and then only the casing is pulled out. Insert the injection tube 2 into the tube.

注入外管1の挿入時、パッカー4が挿入孔11の孔壁、またはケーシングの周壁に引っ掛かるのを防止するため、プラスチックなどの合成樹脂製で半円の固定バンドでパッカー4を中空管3に固定しておく。この固定バンドは後述のようにパッカーグラウト材の注入圧で簡単に外れる構造であれば、前記の形状に限定されるものではない。   In order to prevent the packer 4 from being caught by the hole wall of the insertion hole 11 or the peripheral wall of the casing when the injection outer tube 1 is inserted, the packer 4 is formed by a semi-circular fixing band made of a synthetic resin such as plastic. It is fixed to. The fixing band is not limited to the above-described shape as long as it can be easily removed by the injection pressure of the packer grout material as will be described later.

注入内管2に形成してある吐出口9を、注入外管1のパッカー4位置に合致させ、注入内管2からパッカーグラウト材を吐出する。パッカーグラウト材としては、例えば、注入当初は粘性が低く、5分後くらいから粘性が急激に増加する低アルカリ型の注入材料を使用する。   The discharge port 9 formed in the injection inner tube 2 is matched with the position of the packer 4 of the injection outer tube 1, and the packer grout material is discharged from the injection inner tube 2. As the packer grout material, for example, a low alkali type injection material having a low viscosity at the beginning of injection and a viscosity increasing rapidly after about 5 minutes is used.

パッカーグラウト材は、吐出口9から注入外管1の中空管3内に吐出され、中空管3に形成されている注入口5からパッカー4内に注入される。このとき、図3(b)に示すようにパッカーグラウト材はその吐出圧でスリーブ6の当接状態で向かい合わさっている鍔6aを押し開き、パッカー4内に吐出する。パッカー4内がパッカーグラウト材で充満し、パッカー4が膨らめば、吐出圧がなくなるので鍔6aが閉じて逆止弁として機能する。   The packer grout material is discharged from the discharge port 9 into the hollow tube 3 of the injection outer tube 1 and is injected into the packer 4 from the injection port 5 formed in the hollow tube 3. At this time, as shown in FIG. 3 (b), the packer grout material pushes and opens the ridge 6 a facing each other in the contact state of the sleeve 6 with its discharge pressure, and discharges it into the packer 4. When the inside of the packer 4 is filled with the packer grout material and the packer 4 swells, the discharge pressure is lost, so that the flange 6a is closed and functions as a check valve.

また、パッカー4は固定バンドで中空管3に固定されていたが、パッカーグラウト材の注入圧により簡単に外れるから、固定バンドがパッカー4の膨出の支障となることはない。   Further, although the packer 4 is fixed to the hollow tube 3 with a fixed band, it is easily removed by the injection pressure of the packer grout material, so that the fixed band does not hinder the expansion of the packer 4.

また、パッカー4は二連の袋体とすることで、上下に区分された袋体内にそれぞれ別個にパッカーグラウト材が注入されるから、注入途中で下方部分のパッカーグラウト材が固化して注入が途中で停止するおそれもなく、パッカー4の上部まで確実に注入される。なお、袋体は1mのものを一連ものとしてそのまま使用することもある。   Moreover, since the packer 4 is made into a double bag body, the packer grout material is separately injected into the upper and lower bags, and the lower portion of the packer grout material is solidified during the injection. There is no fear of stopping on the way, and the upper part of the packer 4 is reliably injected. In addition, the bag body may be used as it is as a series of 1 m.

このようにしてパッカー4を膨出させ、挿入孔11の孔壁に密着させた後、注入内管2をスライドさせて吐出口9を注入外管1のパッカー4間に位置させ、吐出口9から薬液を中空管3内に吐出する。中空管3内に注入された薬液は、図4に示すように、ここに形成してある注入口から吐出し、スリット盤7に設けた縦スリット7aを押し開いて挿入孔11の空隙部分に吐出する。   After the packer 4 is bulged in this manner and brought into close contact with the hole wall of the insertion hole 11, the injection inner tube 2 is slid to place the discharge port 9 between the packers 4 of the injection outer tube 1. The chemical solution is discharged into the hollow tube 3. As shown in FIG. 4, the chemical solution injected into the hollow tube 3 is discharged from the injection port formed here, pushes open the vertical slit 7 a provided in the slit disk 7, and the gap portion of the insertion hole 11. To discharge.

この場合、薬液は縦スリット7aから吐出するから、例えば円形の孔などからスポット的に注入する場合に比較して、これより大きな開口面積を通って周囲の地盤に注入され、よって、広い注入孔間隔(2〜4m)で柱状浸透源を大きくとることができ、吐出量を大きくし吐出速度を大きくしても(20〜30L/分)単位面積当たりの浸透速度は見かけ上小さくなり、注入圧力も小さくなるから、ゆっくりとしっかりした浸透注入ができ、しかも吐出方向が縦方向であるから大きな縦の柱状の改良体を一気に確実に作ることができる。   In this case, since the chemical solution is discharged from the vertical slit 7a, it is injected into the surrounding ground through an opening area larger than that in the case of spot injection from a circular hole or the like. The column penetration source can be increased at intervals (2 to 4 m), and even if the discharge rate is increased and the discharge rate is increased (20 to 30 L / min), the permeation rate per unit area is apparently reduced, and the injection pressure Therefore, it is possible to slowly and firmly infiltrate, and since the discharge direction is the vertical direction, a large vertical columnar improvement body can be surely made at a stretch.

また、注入内管2にトリプルパッカータイプのものを使用すれば、図4に示すようにパッカー4間の2箇所を同時に薬液注入でき、2ステージの同時注入が可能となって、縦2m、直径2〜5mの柱状の改良体を連続して施工できる。   In addition, if a triple packer type tube is used for the injection inner tube 2, the chemical solution can be injected at two locations between the packers 4 at the same time as shown in FIG. A 2-5 m columnar improvement body can be continuously constructed.

本発明の薬液注入装置の実施形態を示す注入外管と注入内管の正面図である。It is a front view of an injection outer tube and an injection inner tube showing an embodiment of a medical fluid injection device of the present invention. 本発明の薬液注入装置の一部切欠いた正面図である。It is the front view in which the chemical injection device of the present invention was partially cut away. 本発明の薬液注入装置の要部であるパッカーの説明図である。It is explanatory drawing of the packer which is the principal part of the chemical injection device of this invention. 本発明の薬液注入装置を使用した地盤強化方法を示す正面図である。It is a front view which shows the ground reinforcement method using the chemical | medical solution injection device of this invention.

符号の説明Explanation of symbols

1 注入外管 2 注入内管
3 中空管 4 パッカー
5 注入口 6 スリーブ
6a 鍔 7 スリット盤
7a スリット 9 吐出口
10 パッカー部 11 挿入孔
DESCRIPTION OF SYMBOLS 1 Injection outer tube 2 Injection inner tube 3 Hollow tube 4 Packer 5 Inlet 6 Sleeve 6a 7 7 Slit board 7a Slit 9 Discharge port 10 Packer part 11 Insertion hole

Claims (1)

軸方向に間隔をおいて削孔径よりも大きく膨出する複数の透水性の袋体を備えた注入外管と、この注入外管に挿入可能な注入内管とで構成され、この注入内管から固化材を袋体内に充填して袋体を膨張させ周辺地盤を圧密するとともにパッカーを形成し、このパッカー間に固化材を注入して所定領域を注入固化する薬液注入装置において、前記パッカー内で注入外管に設けた注入口を、注入圧により開口する開閉自在な逆止弁となる鍔付きスリーブで覆うことを特徴とする薬液注入装置。   An injection outer tube comprising a plurality of water-permeable bags that swell larger than the hole diameter at intervals in the axial direction, and an injection inner tube that can be inserted into the injection outer tube. In the chemical injection device that fills the inside of the bag with the solidified material from the bag, inflates the bag body to consolidate the surrounding ground and forms a packer, and injects the solidified material between the packers to inject and solidify a predetermined area. The chemical injection device is characterized in that the injection port provided in the injection outer tube is covered with a sleeve with a hook which becomes an openable / closable check valve opened by injection pressure.
JP2004133297A 2004-04-28 2004-04-28 Chemical grouting device Pending JP2005314940A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103228968A (en) * 2010-11-22 2013-07-31 伊莱斯杰特尼卡公司 A non-return valve for a tubular consolidation element
JP2013241812A (en) * 2012-05-23 2013-12-05 Nittoc Constr Co Ltd Grouting device and grouting method
CN103898899A (en) * 2014-03-26 2014-07-02 杭州国电大坝安全工程有限公司 Equipment and method for long-time stable-pressure chemical grouting and chemical grouting slurry
CN107542469A (en) * 2017-03-29 2018-01-05 清华海峡研究院(厦门) A kind of underground mould bag stake method for protecting support
CN109209483A (en) * 2018-10-11 2019-01-15 徐州中国矿大岩土工程新技术发展有限公司 A kind of goaf grouting method and grouting device

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5332508U (en) * 1976-08-26 1978-03-22
JPS59195918A (en) * 1983-04-19 1984-11-07 Toa Gurauto Kogyo Kk Grout injection apparatus for improving ground and method of using it
JPS6417916A (en) * 1987-07-14 1989-01-20 Taisei Corp Injection for filler
JPH0399038U (en) * 1990-01-26 1991-10-16
JPH1082044A (en) * 1996-09-10 1998-03-31 Nittoc Constr Co Ltd Sleeve valve for grouting pipe
JPH10266185A (en) * 1997-03-25 1998-10-06 Nittoc Constr Co Ltd Method and device for injecting grout
JP2002167745A (en) * 2000-12-04 2002-06-11 Kyokado Eng Co Ltd Ground injection construction method and injection pipe device

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5332508U (en) * 1976-08-26 1978-03-22
JPS59195918A (en) * 1983-04-19 1984-11-07 Toa Gurauto Kogyo Kk Grout injection apparatus for improving ground and method of using it
JPS6417916A (en) * 1987-07-14 1989-01-20 Taisei Corp Injection for filler
JPH0399038U (en) * 1990-01-26 1991-10-16
JPH1082044A (en) * 1996-09-10 1998-03-31 Nittoc Constr Co Ltd Sleeve valve for grouting pipe
JPH10266185A (en) * 1997-03-25 1998-10-06 Nittoc Constr Co Ltd Method and device for injecting grout
JP2002167745A (en) * 2000-12-04 2002-06-11 Kyokado Eng Co Ltd Ground injection construction method and injection pipe device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103228968A (en) * 2010-11-22 2013-07-31 伊莱斯杰特尼卡公司 A non-return valve for a tubular consolidation element
JP2013241812A (en) * 2012-05-23 2013-12-05 Nittoc Constr Co Ltd Grouting device and grouting method
CN103898899A (en) * 2014-03-26 2014-07-02 杭州国电大坝安全工程有限公司 Equipment and method for long-time stable-pressure chemical grouting and chemical grouting slurry
CN107542469A (en) * 2017-03-29 2018-01-05 清华海峡研究院(厦门) A kind of underground mould bag stake method for protecting support
CN109209483A (en) * 2018-10-11 2019-01-15 徐州中国矿大岩土工程新技术发展有限公司 A kind of goaf grouting method and grouting device

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